National Association of Testing Authorities, Australia
Scope of Accreditation
Testcrete Laboratories Pty Limited
Scope of Accreditation
ISO/IEC 17025 (2017)
Infrastructure and Asset Integrity
| Service | Product | Determinant | Technique | Procedure | Limitations |
|---|---|---|---|---|---|
| Establishment of annex facilities | Materials defined by all or some for which the site is accredited | Determinations defined by all or some for which the site is accredited | Techniques defined by all or some for which the site is accredited | ||
| Evaluation of geotechnical and civil construction material - Aggregate contaminants | Aggregates | Weak particles contaminants | Sieve analysis |
AS 1141.32 |
|
| Clay and fine silt | Settling |
AS 1141.33 |
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| Evaluation of geotechnical and civil construction material - Aggregate properties | Aggregates | Bulk density | Compacted; Uncompacted |
AS 1141.4 |
|
| Particle density of coarse aggregate; Particle density of fine aggregate; Water absorption of coarse aggregate; Water absorption of fine aggregate | Weighing-in-water |
AS 1141.5 AS 1141.6.1 |
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| Shape | Crushed faces; Flakiness; Proportional calliper |
AS 1141.14 AS 1141.15 TfNSW TS 02799.12,TfNSW TS 02799.36 |
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| Shape | Average least dimension |
AS 1141.20.1 AS 1141.20.2 TfNSW TS 02799.32,TfNSW TS 02799.50 |
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| Particle size distribution | Fine particles in road materials; Sieve analysis; Sieve analysis of material finer than 75 µm |
AS 1141.11.1 AS 1141.12 TfNSW TS 02795.03,TfNSW TS 02799.02,TfNSW TS 02799.04 |
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| Evaluation of geotechnical and civil construction material - Aggregate strength | Aggregates | Wet/dry strength variation | Not applicable |
AS 1141.22 TfNSW TS 02799.13 |
|
| Aggregate crushing value | Not applicable |
AS 1141.21 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar consistence in situ | Concrete, grout and mortar | Slump flow | Cone |
AS 1012.3.1 TfNSW TS 02800.02 |
|
| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar properties | Concrete, grout and mortar | Compressive strength | Core; Cylinder |
AS 1012.9 AS 1012.14 TfNSW TS 02800.07 |
|
| Specimen preparation | Capping of compressive strength specimens |
TfNSW TS 02800.06 |
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| Mass per unit volume - Hardened concrete | Dimensions |
AS 1012.12.1 RMS (NSW) Method T316TfNSW TS 02800.16 |
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| Evaluation of geotechnical and civil construction material - Concrete, grout and mortar specimen manufacture and curing | Concrete, grout and mortar | Specimen conditioning | Wet conditioning of hardened concrete core specimens |
AS 1012.14 |
|
| Specimen manufacture and curing | In situ manufacture and curing of drying shrinkage specimens |
AS 1012.8.4 |
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| Specimen manufacture and curing | Curing cylinder specimens in the laboratory; In situ manufacture and curing of cylindrical specimens |
AS 1012.8.1 |
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| Evaluation of geotechnical and civil construction material - Soil classification | Soils | Fine particles in road materials; Sieve analysis | Not applicable |
AS 1289.3.6.1 TfNSW TS 02795.02,TfNSW TS 02795.03 |
|
| Liquid limit; Plastic limit; Plasticity index | Casagrande four point |
AS 1289.3.1.1 AS 1289.3.2.1 AS 1289.3.3.1 TfNSW TS 02795.04,TfNSW TS 02795.05 |
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| Moisture content | Drying oven |
AS 1289.2.1.1 TfNSW TS 02795.14 |
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| Linear shrinkage | Not applicable |
AS 1289.3.4.1 TfNSW TS 02795.08 |
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| Evaluation of geotechnical and civil construction material - Soil compaction characteristics | Soils | Maximum dry density | Not applicable | TS02795.26 | |
| Dry density/moisture content relationship | Modified compactive effort; Standard compactive effort |
AS 1289.5.1.1 AS 1289.5.2.1 TfNSW TS 02795.06,TfNSW TS 02795.07 |
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| Minimum and maximum dry density | Not applicable |
AS 1289.5.5.1 |
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| Assignment of optimum moisture content/maximum dry density (OMC/MDD) | Not applicable |
AS 1289.5.4.2 |
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| Dry density/moisture content relationship | Three compaction point |
RMS (NSW) Methods T162 |
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| Evaluation of geotechnical and civil construction material - Soil dispersion | Soils | Dispersion | Emerson class |
AS 1289.3.8.1 |
|
| Evaluation of geotechnical and civil construction material - Soil field density | Soils | Compaction control | Hilf |
AS 1289.5.7.1 |
|
| Density - In situ | Nuclear gauge |
AS 1289.5.8.1 TfNSW TS 02795.36 |
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| Density index | Not applicable |
AS 1289.5.6.1 |
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| Dry density ratio; Moisture ratio | Calculation |
AS 1289.5.4.1 |
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| Density - In situ | Volume extraction |
RMS (NSW) Methods T165 |
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| Relative compaction | Not applicable |
RMS (NSW) Methods T166 |
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| Evaluation of geotechnical and civil construction material - Soil laboratory bearing properties | Soils | Bearing ratio | Remoulded specimens |
AS 1289.6.1.1; TfNSW TS 02795.11,TfNSW TS 02796.03 |
|
| Compressive strength | Uniaxial maximum dry |
RMS (NSW) Method T114 TfNSW TS 02795.09 |
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| Evaluation of geotechnical and civil construction material - Soil natural contaminants | Soils | Acidity | pH |
AS 1289.4.3.1 |
|
| Evaluation of geotechnical and civil construction material - Soil pre-treatment | Soils | Soil pre-treatment | Repeated compaction pre-treatment |
AS 1289.1.1 TfNSW TS 02794.02,TfNSW TS 02795.01 |
|
| Evaluation of geotechnical and civil construction material - Soil stabilisation | Soils | Compressive strength | Uniaxial unconfined |
TfNSW TS 02795.10,TfNSW TS 02796.02 |
|
| Compressive strength | Uniaxial unconfined |
AS 5101.4 |
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| Sample collection | Aggregates | Not applicable | Aggregate from a stockpile |
AS 1141.3.1 |
|
| Concrete, grout and mortar | Not applicable | Hardened concrete by coring |
AS 1012.14 |
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| Not applicable | Fresh concrete from a mixer |
AS 1012.1 TfNSW TS 02800.01 |
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| Soils | Not applicable | Disturbed sampling from earthwork; Disturbed soil sampling from a pavement; Disturbed soil sampling from a stockpile; Disturbed soil sampling from a windrow; Disturbed soil sampling in situ |
AS 1289.1.2.1 |
The only data displayed is that deemed relevant and necessary for the clear description of the Activities and Services covered by the Scope of Accreditation (SoA).
Grey text appearing in a SoA is additional freetext providing further refinement or information on the data in the preceding line entry.
The Product column may also describe an Item or Material.
The Limitations column may also describe the Range.
Accreditation No.
1742
Site No.
1735
Print date
25 Aug 2026